PERI PD 8 The cost-effective shoring for slab tables and high loads

PERI PD 8 The cost-effective shoring for slab tables and high loads

Edition 06/2010 PERI GmbH Formwork Scaffolding Engineering P.O. Box 1264 89259 Weissenhorn Germany Tel +49 (0)7309.950-0 Fax +49 (0)7309.951-0 info@peri.com www.peri.com Important Notes: Without exception, all current safety regulations must be observed in those countries where our products are used. The illustrations in this brochure are photographs of real site situations. Safety or formwork anchor details are therefore not to be taken as a definitive guide to the way the equipment is to be used. Safety instructions and load specifications are to be strictly observed at all times. Separate structural calculations are required for any deviations from the standard design data. The information contained herein is subject to technical changes in the interests of progress. Errors and typographical mistakes reserved.

Content PERI PD 8 2 As slab table shoring tower or stair tower 4 Examples of completed projects 8 PD 8 slab table - basic assembly 10 PD 8 slab tables - horizontally moved 12 PD 8 slab tables - vertically moved 14 Tables 20 Components 1

PERI PD 8 As slab table, shoring tower or stair tower PERI PD 8 - one system - 3 fields of application slab table shoring tower stair tower With all 3 applications, the same PD 8 frame and, in part, diagonal bracing are used. Accessories such as spindles and PD 8 stair tower components allow easy and simple use as shoring or stair towers. PD 8 Slab Table With various frame combinations and diagonal crossbracing, the PERI PD 8 slab tables can be used flexibly for different heights and ground plans. The PERI PD 8 slab table has only a small number of system components. PERI PD 8 frame R150 or R110 for optimal height adjustment. PD 8 Diagonal Braces DK with sizes ranging from 125 to 350 ensure optimal ground plan adjustments. 2

PD 8 Shoring Tower The PD 8 shoring tower is type-tested for heights up to 21.30 m and loads up to 62 kn with a maximum 720 mm spindle extension. The PD 8 shoring tower can be pre-assembled on the ground. It has base dimensions of 1.50 m x 1.50 m. PD 8 Stair Tower The PD 8 stair tower provides safe construction site access. It can be extended up to a height of 100 m with units pre-assembled on the ground. Type Test The PERI PD 8 slab table and shoring tower are type-tested. The PD 8 stair tower can be erected up to a height of 100 m. 3

PERI PD 8 Examples of completed projects With the use of the PD 8 slab tables, large moving units and room heights can be cost-effectively formed. Optimal height adjustment The PD 8 system offers large spindling ranges, 880 mm at the top and 880 mm at the bottom, for easy adjustment to suit a wide range of projects. This results in large lowering heights for moving under beams or adapting easily to unequally high load-transfer areas. Maximum bearing capacity of the PD 8 slab tables for the construction of a tunnel with slab thicknesses up to 1.50 m. 10.50 m high PD 8 slab tables with SRZ steel walers as main beams and VT 20 as cross beams for construction of a warehouse. 4

With the frame heights R 150 and R 110, as well as the large spindling lengths, every height is continuously adjustable up to the maximum. PD 8 frame R 150 and R 110 combined for optimal height adjustment for an office building. 5

PERI PD 8 Examples of completed projects Large-area PD 8 slab tables with SRZ as main beams and VT 20 as cross beams combined with PERI ST 100 Stacking Tower. PD 8 table complete with guardrails for forming the edge beams of a high-rise building. 6

Cost-effective use of the PD 8 for construction of a motorway bridge. Complicated PD 8 falsework with inclined concrete surfaces for constructing a shopping centre. PD 8 slab tables with 2 x GT 24 main beams and GT 24 cross beams. Optimal height adjustment with PD 8 frames R 150 and R 110 for a bridge superstructure. 7

PERI PD 8 PD 8 slab table - basic assembly and height table Basic assembly Assembly of the PD 8 slab table usually takes place in a vertical position on the specified assembly area. A crane is not required for the assembly but can be used, however, to facilitate easier working procedures. Basic assembly of the PD 8 slab table can be carried out manually. Item no. Description X [mm] 018150 DK 125 1250 018160 DK 150 1500 019210 DK 186 1860 018170 DK 200 2000 018180 DK 250 2500 018190 DK 300 3000 018230 DK 310 3100 018200 DK 350 3500 1. Mount base spindles (see Detail B). Position PD 8 frame and mount Diagonal Braces DK on the self-locking pivots of the frame (see Detail A). For rectangular alignment of the PD 8 frame, install Diagonal Braces DK horizontally. Detail A X DK Detail B 8

Height table PD 8 Frames R 110 and R 150 Height min. [m] Height max. [m] Frame 110 Frame 150 1,30 2,10 1 1,70 2,50 1 2,40 3,20 2 2,80 3,60 1 1 3,20 4,00 2 3,90 4,70 2 1 4,70 5,50 3 5,40 6,20 2 2 6,20 7,00 4 6,90 7,70 2 3 7,70 8,50 5 8,40 9,20 2 4 9,20 10,00 6 9,90 10,70 2 5 10,70 11,50 7 11,40 12,20 2 6 12,20 13,00 8 12,90 13,70 2 7 13,70 14,50 9 Note: Minimum spindle extension of 10 cm at the top and bottom respectively. Maximum spindle extension of 80 cm and 20 cm at the bottom and top respectively or vice versa in accordance with the Design Tables on Pages 14, 15 and 16. 2. Assemble additional PD 8 frames with the help of a working platform and mount with connector and bolts ø 16 x 65/86 (see Detail C). Alternatively, complete frame units can be placed on top of each other with the crane. 3. After reaching the required assembly height, install head spindles (see Detail D). With the use of GT 24 as the main beams, alternatively the Crosshead Spindle PD 8 20/24 can be used. Detail C Detail D 9

PERI PD 8 PD 8 slab tables - horizontally moved For moving the PD 8 slab tables, PERI offers two possibilities: Lifting Trolley MULTIPROP towers can also be moved with the lifting trolley. Transportation Wheel 80 If required, the Transportation Wheel 80 is simply mounted on the vertical tube of the PD 8 frame. 1500 min 305 max 1105 min 55 max 855 Trolley with Winch Item no. 019200 Important: Follow Instructions for Use to ensure correct use. Lifting Trolley Item no. 019200 Instructions for Use Transportation Wheel 80 Item no. 019240 Instructions for Use 967 467 Transportation Wheel 80 Item no. 019240 min 335 max 735 Ø250 Easy and simple moving of the PD 8 slab tables with the lifting trolley. 10

Large wheels on the lifting trolley facilitate easy moving of the PD 8 table. 11

PERI PD 8 PD 8 slab tables - vertically moved PERI Lifting Fork With the PERI lifting fork, the PD 8 slab tables are moved from storey to storey. Always follow the Instructions for Use provided by PERI! PD 8 slab tables moved with the Lifting Fork 1.75 t / 8.0 m. Table Lifting Fork Instructions for Use 1 t / 5.0 m Item no. 101862 1.75 t / 8.0 m Item no. 103212 1.5 t / 8.0 m / 6.6 m Item no. 115865 Lifting Fork 1.0 t / 5.0 m Item no. 101862, Weight: 575 kg Lifting Fork 1.75 t / 8.0 m Item no. 103212, Weight: 1580 kg Lifting Fork 1.5 t / 8.0 m / 6.6 m Item no. 115865, Weight: 1840 kg The compensation mechanism in the lifting fork avoids the need to re-attach the lifting chains. 12

PD 8 Lifting Unit With the PD 8 Lifting Unit, the slab tables are moved with the crane. Always follow the Instructions for Use provided by PERI! Crane Lifting Unit, Upper Part Item no. 028570 Instructions for Use GT 24 Girder as main beam PD 8 slab table being moved with the crane. SRZ Steel Waler as main beam 13

PD 8 Slab Table Restrained at top, 5.5 m H 14.5 m, 4-legs Application Conditions F V F V Centering loads Restrained at the top With wind Height 5.5 m H 14.5 m Diagonal Brace 1.25 DK 3.50 m Distance for horizontal bracing 6.00 m Wind on the tower 5,5 m H 14,5 m Version 1 Spindle extension top S K 80 cm Spindle extension bottom S F 20 cm 70 60 50 40 30 20 10 5 70 60 50 40 30 20 10 5 F V [kn] 66,7 3 Frames 5,5 5,5 6 F V [kn] 6 7 Version 2 Spindle extension top S K 20 cm Spindle extension bottom S F 80 cm 3 Frames 61,3 58,3 55,4 53,5 65,4 62,1 60,2 55,3 51,5 7 q = 0 kn/m 2 q = 0,5 kn/m 2 q = 0,8 kn/m 2 q = 1,1 kn/m 2 q = 1,3 kn/m 2 8 q = 0 kn/m 2 q = 0,5 kn/m 2 q = 0,8 kn/m 2 q = 1,1 kn/m 2 q = 1,3 kn/m 2 8 9 9 6 Frames 6 Frames 10 10 57,2 49,7 45,5 38,2 32,3 51,0 43,0 38,8 34,7 29,9 11 11 12 12 13 13 9 Frames 14 14,5 15 37,2 26,8 9 Frames 14 14,5 15 44,4 36,5 32,3 25,7 17,1 21,3 16,1 12,8 H [m] H [m] 1,25-3,50 m 10 SF SK 12 10 SF SK 12 14

PD 8 Slab Table Restrained at top, 5.5 m H 14.5 m, 6-legs Application Conditions Centering loads Restrained at the top With wind Height 5.5 m H 14.5 m Diagonal Brace 1.25 DK 2.50 m Distance for horizontal bracing 6.00 m B1 = B2 Wind on the tower F V F V F V 5,5 m H 14,5 m Version 1 Spindle extension top S K 80 cm Spindle extension bottom S F 20 cm 70 60 50 40 30 20 10 5 70 60 50 40 30 20 10 5 F V [kn] 3 Frames 5,5 5,5 6 6 7 Version 2 Spindle extension top S K 20 cm Spindle extension bottom S F 80 cm F V [kn] 3 Frames 64,7 60,8 57,9 63,6 60,8 57,9 7 q = 0 kn/m 2 q = 0,5 kn/m 2 q = 0,8 kn/m 2 8 q = 0 kn/m 2 q = 0,5 kn/m 2 q = 0,8 kn/m 2 8 9 9 6 Frames 6 Frames 10 10 60,8 54,8 50,2 57,9 49,3 44,6 11 11 12 12 13 13 9 Frames 14 14,5 15 43,5 30,4 9 Frames 14 14,5 15 54,3 47,1 34,6 23,5 H [m] H [m] 1,25-2,50 m B1 1,25-2,50 m B2 10 SF SK 12 10 SF SK 12 15

PD 8 Slab Table Restrained at top, 5.5 m H 14.5 m With additional Frames Application Conditions Centering loads Restrained at the top With wind Height 5.5 m H 14.5 m Diagonal Brace 1.25 DK 3.50 m Distance for horizontal bracing 6.00 m Version 1 Spindle extension top S K 80 cm Spindle extension bottom S F 20 cm Wind on the Tower F V F V F V 5,5 m H 14,5 m 70 60 50 40 30 20 10 5 70 60 50 40 30 20 10 5 F V [kn] 3 Frames 5,5 5,5 6 F V [kn] 6 7 Version 2 Spindle extension top S K 20 cm Spindle extension bottom S F 80 cm 3 Frames 58,5 51,5 47,2 57,9 7 8 8 9 9 10 10 49,8 42,8 42,1 39,7 36,5 51,0 46,8 42,4 39,4 q = 0 kn/m 2 q = 0,5 kn/m 2 q = 0,8 kn/m 2 q = 1,1 kn/m 2 q = 1,3 kn/m 2 q = 0 kn/m 2 q = 0,5 kn/m 2 q = 0,8 kn/m 2 q = 1,1 kn/m 2 q = 1,3 kn/m 2 6 Frames 6 Frames 30,2 25,5 42,6 36,9 33,5 28,2 24,4 11 11 12 12 13 13 9 Frames 14 14,5 15 9 Frames 14 14,5 15 38,6 32,9 29,7 21,2 14,0 32,1 24,5 20,4 16,4 13,9 H [m] H [m] 1,25-3,50 m 10 SF SK 12 10 SF SK 12 16

PD 8 Slab Table Restrained at the Top, H 6.38 m With Quick Release Spindle Application Conditions Centering loads Restrained at the top Without wind Height H 6.38 m Type Test No. P 31-155/84 F V F V F V F V H 6,38 m Framing Plane 1,50 Bracing Plane 1,25-3,50 Perm. Leg Load Head Spindle Head Spindle 880 S K [mm] F V [kn] 18,3 kn 800 S 80 20 kn 600 25 kn 30 kn 400 S 40 35 kn 40 kn 45 kn 50 kn 200 55 kn SF 0 0 200 400 600 800 1000 Quick Release S F [mm] 10 Base Tube with Quick Release Spindle 17

PD 8 Slab Table Restrained at top, H 6.26 m, with Base Spindle Application Conditions Centering loads Restrained at the top Without wind Height H 6.26 m Type Test No. P 31-155/84 F V F V F V F V H 6,26 m Framing Plane 1,50 Bracing Plane 1,25-3,50 Perm. Leg Load 880 Head Spindle S K [mm] F V [kn] 800 600 400 200 0 0 S 80 S 40 200 S 40 S 80 400 600 800 20 kn 30 kn 40 kn 50 kn 60 kn 70 kn Base Spindle 880 S F [mm] Head Spindle Base Spindle 10 SF SK 12 18

PD 8 Slab Table H 6.26 m, with Base Spindle Application Conditions Centering loads Framing Plane freestanding with wind Bracing Plane restrained at the top, with wind H 6.26 m F V F V F V F V F H F H Wind on the Tower H 6,26 m Wind on the Tower Framing Plane Bracing Plane Perm. Leg Load 70 60 50 40 30 20 10 F V [kn] S K = 20 cm S F = 15 cm half spindle extension μ = 0,3 μ = 0,5 S K = 41 cm S F = 29 cm min. load against sliding 0 0 0,2 0,4 0,6 0,8 1,0 F H [kn] Head Spindle Base Spindle 10 SF SK 12 19

PD 8 Slab Table, Shoring-, Stair Tower Item no. Weight kg 018510 018520 32,600 27,200 Frames PD 8, galv. Frame PD 8, R 150, galv. Frame PD 8, R 110, galv. Frame for PD 8 Slab Table, Shoring- and Stair Tower. Note Permissible load: see PERI Design Tables. 1500 1100 100 100 700 / 1100 1100 / 1500 100 018140 0,540 Accessories Connector with Washer, galv. 018150 018160 018210 018170 018180 018190 018230 018200 6,910 7,710 8,910 9,310 11,300 13,300 13,500 15,100 Diagonal Brace DK Diagonal Brace DK 125, galv. Diagonal Brace DK 150, galv. Diagonal Brace DK 186, galv. Diagonal Brace DK 200, galv. Diagonal Brace DK 250, galv. Diagonal Brace DK 300, galv. Diagonal Brace DK 310, galv. Diagonal Brace DK 350, galv. For bracing PD 8 Frames with the combinations R 150 + R 150 or R 150 + R 110. L X Y 1665 1250 1100 1860 1500 1100 2161 1860 1100 2282 2000 1100 2731 2500 1100 3795 3000 1100 3289 3100 1100 3668 3500 1100 L Y Ø34 X 20

PD 8 Slab Table, Shoring-, Stair Tower Item no. Weight kg 019150 019160 019170 019180 5,710 6,910 8,710 10,700 Diagonal Brace DK Diagonal Brace DK 125/110, galv. Diagonal Brace DK 150/110, galv. Diagonal Brace DK 200/110, galv. Diagonal Brace DK 250/110, galv. For bracing PD 8 Frames with the combination R 110 + R 110. L X Y 1433 1250 700 1655 1500 700 2118 2000 700 2596 2500 700 L Y Ø34 X 018120 018030 4,400 6,820 Spindles PD 8 Spindle PD 8 l = 750/400, galv. Spindle PD 8 l = 1160/800, galv. As base or head spindle for PD 8 system. 30 530 / 940 750 / 1160 Ø17 Tr 48x10 018270 0,800 Accessories Quick Jack Nut PD 8, galv. 018340 4,160 Quick Release Spindle PD 8, galv. Spindle for PD 8 Slab Table in conjunction with Foot Tube FR 80. With locking pin. Complete with 1 pc. 018270 Quick Jack Nut PD 8, galv. M 16x80 185 30 150 230 35 415 Ø16 18 Tr 60x12 018110 5,480 Accessories Foot Tube FR 80, galv. 21

PD 8 Slab Table, Shoring-, Stair Tower Item no. Weight kg 018270 0,800 Quick Jack Nut PD 8, galv. For PD 8 spindles Ø 48 mm. 76 35 30 16 200 Tr 48x10 Ø62 018110 5,480 Foot Tube FR 80, galv. As base or head tube for PD 8 system. Can also be used with the Quick Release Spindle. 190 6 x 100 270 1060 Ø17 48,3 30 60 800 170 018630 8,870 Crosshead Spindle PD 8 20/24, galv. Head spindle for PD 8 Slab Table. Maximum spindle extension 465 mm. Complete with 1 pc. 018270 Quick Jack Nut PD 8, galv. Ø6,5 195 10 max 465 955 240 170 35 25 Tr 48x10 85 155 116767 0,144 Spindle Safety Strap PD 8 Table To secure the base and head spindles at PD 8 slab table. Technical Data Load capacity 300 kg 180 64 20 019620 0,172 Spindle Safety Strap PD 8 To secure the base and head spindles at PD 8 shoring tower. Technical Data Load capacity 300 kg 32 27 225 60 20 22

PD 8 Slab Table, Shoring-, Stair Tower Item no. Weight kg 018140 0,540 Connector with Washer, galv. For tension-proof connection of Frames R 150 and R 110. Ø20 3 63 160 Ø48 Ø70 018050 018060 0,171 0,030 Accessories Pin Ø 16 x 65/86, galv. Cotter Pin 4/1, galv. 018040 3,770 Head Plate PD 8 For PD 8 system. In conjunction with the Cap Piece it can be tilted 2.1% in any direction. 160 62 12 220 72 018050 018060 0,171 0,030 Accessories Pin Ø 16 x 65/86, galv. Cotter Pin 4/1, galv. 018070 1,770 Base Plate PD 8 Base plate for Spindle PD 8 and Foot Tube FR 80. Ø20 Ø11 110 150 Ø17 10 80 018050 018060 0,171 0,030 Accessories Pin Ø 16 x 65/86, galv. Cotter Pin 4/1, galv. 018050 0,171 Pin Ø 16 x 65/86, galv. For diverse connections. 110 85 64 Ø5 Ø25 Ø16 018060 0,030 Accessories Cotter Pin 4/1, galv. 23

PD 8 Slab Table, Shoring-, Stair Tower Item no. Weight kg 018060 0,030 Cotter Pin 4/1, galv. For pins up to Ø 25 mm. Ø4 018300 0,564 Cross Strap, galv. For fixing Steel Waler SRZ and SRU on a Adjustable Crosshead Spindle TR 38. Ø20 50 150 10 018350 0,310 Accessories Bolt ISO 4016 M16 x 160-4.6 MU, galv. 018350 0,310 Bolt ISO 4016 M16 x 160-4.6 MU, galv. 160 SW 24 M 16 018310 1,810 Beam Connector, galv. For connecting perpendicular girders or timbers. With captive wingnuts. min 200 max 280 Ø12 320 174 214 50 024060 0,107 Girder Strap TB, galv. For mounting primary girders to the Head Plate PD 8. 110 30 90 M 8 SW 13 24

PD 8 Slab Table, Shoring-, Stair Tower Item no. Weight kg 024010 0,338 Double Girder Strap DTB, galv. For mounting primary girders to the Head Plate PD 8. 138 96 M 8 118 30 110 SW 13 018600 1,190 Yoke Plate, galv. Ø20 60 3 x 25 55 55 3 x 25 300 10 018610 0,550 Yoke Clamp 24 B 15 332 57 018280 1,000 Double Headed Nail l = 65 mm Note Delivered in packs of: 1000 pcs. 75 65 Ø3,1 018290 0,098 Framing Clip, galv. For connecting perpendicular girders or timbers. 185 98 36 Ø4,8 018280 1,000 Accessories Double Headed Nail l = 65 mm 25

PD 8 Slab Table, Shoring-, Stair Tower Item no. Weight kg 019040 6,480 Guardrail Post PD 8 As guardrail for different systems. Screwed to the sub-structure. 120 560 1250 65 Ø48,3 150 035700 9,790 Guardrail Holder For assembling guardrails. For easy and quick clamping from 0 to 420 mm. 120 65 30 460 995 311 min 20 max 420 35 019240 52,400 Transportation Wheel 80 To move PD 8 slab tables. Alternative if the Lifting Trolley can not be used. For connecting to tubes Ø 60 mm. Technical Data Lifting range 400 mm. Safety Instructions Follow Instructions for Use! Lifting Equipment according to BGV D8. Load-bearing capacity 0.6 t. 967 107 467 23 315 200 23 min 335 max 735 670 Ø250 26

PD 8 Slab Table, Shoring-, Stair Tower Item no. Weight kg 019200 188,000 Trolley with Winch To move PERI PD 8 slab tables and MULTIPROP towers. Safety Instructions Follow Instructions for Use. Load-bearing capacity 1.0 t. min 1335 max 2635 - MULTIPROP min 835 max 2135 - MULTIPROP min 335 max 1635 - MULTIPROP min 305 max 1105 - PD 8 min 55 max 855 - PD 8 54 360 1500 1180 676 600 1120 758 018260 6,050 Castor PD 8 To move PD 8 slab tables. Fixed to the Base Plate PD 8. Technical Data Load-bearing capacity 250 kg 102 Ø155 152 125 298 157 019070 1,400 Crane Lifting Unit Lower Part - PD 8 To move PERI PD 8 slab tables with SRZ Steel Walers as primary beams. Complete with 2 pc. 018060 Cotter Pin 4/1, galv. 1 pc. 018050 Pin Ø 16 x 65/86, galv. Safety Instructions Load bearing point capacity 0.5 t. 142 Ø16-65/86 90 30 27

PD 8 Slab Table, Shoring-, Stair Tower Item no. Weight kg 028570 3,510 Crane Lifting Unit Upper Part For moving PERI slab tables with GT 24 as primary girders. Attachment point to fold the working platform. Safety Instructions Follow Instructions for Use. Load-bearing capacity 0.5 t with a crane sling angle 30. 254 140 Ø50 400 492 026415 026417 026411 026412 026413 026414 026419 026418 3,550 0,000 3,550 7,100 10,650 14,200 17,750 21,600 Scaffold Tube Ø 48.3 x 3.2 Scaffold Tube Steel Ø 48.3 x 3.2, Spec. Length Cutting Costs for Scaffold Tubes Scaffold Tube Steel Ø 48.3 x 3.2, I = 1.0 m Scaffold Tube Steel Ø 48.3 x 3.2, I = 2.0 m Scaffold Tube Steel Ø 48.3 x 3.2, I = 3.0 m Scaffold Tube Steel Ø 48.3 x 3.2, I = 4.0 m Scaffold Tube Steel Ø 48.3 x 3.2, I = 5.0 m Scaffold Tube Steel Ø 48.3 x 3.2, l = 6.0 m L 1000 2000 3000 4000 5000 6000 L Ø48,3x3,2 017020 1,120 Standard Coupling NK 48/48, galv. For scaffold tubes Ø 48 mm. Note Spanner size SW 19. ( 9 ) SW 19 017030 1,400 Standard Coupling NK 60/48, galv. For scaffold tubes Ø 48 and Ø 60 mm. Note Spanner size SW 19. ( 9 ) SW 19 28

PD 8 Slab Table, Shoring-, Stair Tower Item no. Weight kg 017010 1,400 Swivel Coupling DK 48/48, galv. For scaffold tubes Ø 48 mm. Note Spanner size SW 19. (27) SW 19 017000 1,540 Swivel Coupling DK 60/48, galv. For scaffold tubes Ø 48 and Ø 60 mm. Note Spanner size SW 19. (26) SW 19 019650 019640 3,960 4,460 Shoring Tower Braces LS Shoring Tower Brace LS 165, galv. Shoring Tower Brace LS 186, galv. For PD 8 Shoring Tower. For Frames R 110, R 150. Ø28 1655 / 1860 Ø34 33 019630 11,000 Reinforcing Support PD 8, galv. For PD 8 Shoring Tower. Always 2 at the bottom and the top. 88 Ø70 1500 Ø70 019660 0,340 Cap Piece, galv. For centering loads at the PD 8 Shoring Tower. Allows 2.1% tilting of the Head Plate. 16 Ø30 28 55 65 30 18 29

PD 8 Slab Table, Shoring-, Stair Tower Item no. Weight kg 018090 0,265 Screw-on Locking Angle, galv. For centering Steel Walers profile U100 and U120 on the Head Plate of the PD 8 Shoring Tower. Note 2 per Head Plate. With nut M 16. 80 Ø4 40 25 40 11 Ø9 M 16 30 018230 13,500 Diagonal Brace DK 310, galv. For bracing PD 8 Frames with the combinations R 150 + R 150 or R 150 + R 110. 3289 Ø22 1100 SW 19 Ø34 3100 019280 019270 5,100 7,200 Diagonal Struts DS Diagonal Strut DS 200, galv. Diagonal Strut DS 310, galv. For PD 8 Stair Tower. 30 Ø34 2282 / 3289 Ø22 8 45 019300 019330 2,750 5,400 Horizontal Struts HS Horizontal Strut HS 150, galv. Horizontal Strut HS 292, galv. For PD 8 Stair Tower. 30 1500 / 2926 Ø34 / Ø38 Ø22 54 9 30

PD 8 Slab Table, Shoring-, Stair Tower Item no. Weight kg 019430 85,700 Staircase PD 8, galv. For PD 8 Stair Tower. Note Riser ratio 18.8 : 26.5 2985 660 504 1100 265 188 660 1306 2926 019420 25,900 Landing Platform PD 8, galv. For PD 8 Stair Tower. 850 40 748 40 580 40 55 80 660 019410 8,400 Stair Guardrail PD 8, galv. For PD 8 Stair Tower. 325 Ø34 Ø27 1435 783 1100 31

PD 8 Slab Table, Shoring-, Stair Tower Item no. Weight kg 019380 6,770 Landing Guardrail PD 8, galv. For PD 8 Stair Tower. Ø34 655 1085 100 620 019480 5,500 Exit Post PD 8, galv. For PD 8 Stair Tower. Ø34 Ø20 2300 450 450 200 019460 3,680 Angle PD 8, galv. For PD 8 Stair Tower. 52 52 250 250 200 250 250 384 433 383 Ø20 Ø25 50 50 1200 32

PD 8 Slab Table, Shoring-, Stair Tower Item no. Weight kg 017070 1,100 Swivel Coupling DK 33.7/38, galv. For scaffold tubes Ø 33.7/38 mm. Note Spanner size SW 19. ( 26 ) SW 19 019570 2,530 Connection for Stair Tower Stabilizer, galv. For mounting the Stair Tower Stabilizer 140 and Spec. Length to the PD 8 Frames. Note Spanner size SW 19. Ø48 200 243 019540 019550 5,730 4,320 Stair Tower Stabilizer Stair Tower Stabilizer 140, galv. Stair Tower Stabilizer Special Length, galv. For horizontal anchoring of the PD 8 Stair Tower. Scaffold tube Ø 48.3 mm. 65 Ø24 1400 50 019560 0,280 Eye Bolt M 16 DIN 580, galv. For anchoring with heavy-duty dowel M 16. Ø63 14 Ø35 62 M 16 Ø35 27 33

PERI Product Range Wall Formwork Panel Formwork Girder Formwork Circular Formwork Facade Formwork Brace Frame Climbing Systems Climbing Scaffold Self-Climbing System Climbing Protection Panel Platform Systems Column Formwork Square Rectangular Circular Scaffold, Stairways, Working Platforms Facade Scaffold Working Platform Weather Protection Roof Stairway Access Slab Formwork Panel Formwork Beam Grid Formwork Girder Formwork Slab Table Beam Formwork Bridge and Tunnel Formwork Cantilevered Parapet Carriage Cantilevered Parapet Platform Engineer s Construction Kit Shoring Systems Steel Slab Props Aluminium Slab Props Tower Systems Heavy-Duty Props Services Formwork Assembly Cleaning / Repairs Formwork Planning Software Statics Special Constructions Additional Systems Safety Systems Plywood Formwork Girders Stopend Systems Pallets Transportation Containers D e 01/2011 1ma Art.-Nr.: 790098 Copyright by PERI GmbH PERI GmbH Formwork Scaffolding Engineering P.O. Box 1264 89259 Weissenhorn Germany Tel. +49 (0)7309.950-0 Fax +49 (0)7309.951-0 info@peri.com www.peri.com